Cohesion is the component of shear strength of a rock or soil that is independent of interparticle friction.
In soils, true cohesion is caused by following:
- Electrostatic forces in stiff overconsolidated clays (which may be lost through weathering)
- Cementing by Fe2O3, CaCO3, NaCl, etc.
There can also be apparent cohesion. This is caused by:
- Negative capillary pressure (which is lost upon wetting)
- Pore pressure response during undrained loading (which is lost through time)
- Root cohesion (which may be lost through logging or fire of the contributing plants, or through solution)
Typical values of cohesion
Cohesion (alternatively called the cohesive strength) is typically measured on the basis of Mohr–Coulomb theory. Some values for rocks and some common soils are listed in the table below.
| Material | Cohesive strength in kPa | Cohesive strength in psi |
|---|---|---|
| Rock | 10000 | 1450 |
| Silt | 75 | 10 |
| Clay | 10 to 20 | 1.5 to 3 |
| Very soft clay | 0 to 48 | 0 to 7 |
| Soft clay | 48 to 96 | 7 to 14 |
| Medium clay | 96 to 192 | 14 to 28 |
| Stiff clay | 192 to 384 | 28 to 56 |
| Very stiff clay | 384 to 766 | 28 to 110 |
| Hard clay | > 766 | > 110 |
References
See also
- Mohr–Coulomb failure criterion